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| 1 | Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, includinggetting out the excavated soil and disposal of surplus excavated soil as per direction of Engineer-in-charge , within a lead of 50m - all kinds of soil |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 fine aggregate : 10graded stone aggregate 40mm nominal size) |
| 3 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern andsetting in position with cement mortar 1:3 (1 cement : 3 fine aggregate), including the cost of required centering , shuttering complete - 1:1.5:3 (1 cement :1.5 fine aggregate: 3 graded stone aggregate 20 mm nominal size) |
| 4 | Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:4 (1 cement : 4 fine aggregate) |
| 5 | 12mm cement plaster of mix -1:4 ( 1 cement : 4 fine aggregate) |
| 6 | Providing and laying 83 mm mm thick factory made rubber moulded hydraulic pressed paver block made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand ,filling the joints with fine aggregate etc. allcomplete |
| 7 | Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 fine aggregate : 4 graded stone aggregate 20mm nominal size) |
| 9 | Supplying and filling with red earth (excluding rock) including cost and conveyance to the work site and stacking to the departmental gauge , spreading in layers not exceeding 20cm in depth , watering and consolidation using 0.5 tonne roller , or wooden or steel rammers etc. complete for making play fields , running tracks and court yards |
| 10 | Steel work welded in built up sections / framed work , including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 11 | Painting with synthetic enamel paint of approved brand and manufacutre to give an even shade - Two or more coats on new work |
| 12 | Finishing walls with acrylic smooth exterior paint of required shade - New work (two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre / 10 sqm |
| 13 | Providing and laying soft Korean grass turfing including supplying red earth, manure, river fine aggregate, labour charges for ground preparation spreading earth and manure transportation of all and maintaining the lawn for initial three months etc. complete. |
| 14 | Maintenance of lawns with fine grassing for the first year including watering, etc., |
| 15 | Supplying and fixing grey granite stone benches qwith back rest of model 1.50m size in length having two supporting foot rest of size 1.00mt in height, 10cm of thickness with bottom width 60cm at seating slab level 22cm and at top 15cms. The seating slab will be of size 150cm in length 45cm in width and 7.5cm in thick. The back rest portionshall be fixed with two nos slab of size 150cm x 15cm x 5cm in the groove cut provided in the back rest stone. The rate shall be include the cost of granite stonedressing loading and un loading incidental charges, for 3 line dressing in all exposed surface and single nosing on all sides of the stone slab as per the design pattern. The rate shall also include all taxes as applicable complete as per the architectural drawing and as directed by the the Engineer-in-charge. |
| 16 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and all lift |
| 17 | Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes - 75mm diameter |
| 18 | Providing and fixing ASTM pipes including all ASTM plain & brass threaded fittings this included jointing of pipes & fittings with one step ASTM solvent cement , trenching refilling & testing of joints complete (External work) - 20 mm nominal outer dia pipes |
